HomeMy WebLinkAboutApproved Civil PlanAPN 3123059092
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PIV
1-1/2" WATER METER
MTR-007502
1" IRRIGATION METER
MTR-007503
FDC
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EXISTING
BUILDING
PROJECT SITE
Know what's below.
before you dig.Call
R
NORTH
3900 EAST VALLEY ROADOWNER / APPLICANT
MIDDLE TREE PROPERTIES LLC
601 S CARR RD, SUITE 300RENTON, WA 98055
CIVIL ENGINEER
MOMENTUM CIVIL
1145 BROADWAY, SUITE 115TACOMA, WA 98402
CONTACT: MARC PUDISTS, P.E.
EMAIL: MARCP@MOMENTUMCIVIL.COM
PHONE: (253) 319-1505
CONTACT: TAYLOR BALIAN, P.E.
EMAIL: TAYLORB@MOMENTUMCIVIL.COMPHONE: (406) 624-9115
SURVEYOR
ARCHITECT
UTILITY PURVEYORS / SERVICES
STORM:CITY OF RENTON
1055 SOUTH GRADY WAYRENTON, WA 98057
EMAIL: JFARAH@RENTONWA.GOV
PHONE: 425-430-7248
SEWER:CITY OF RENTON
1055 SOUTH GRADY WAYRENTON, WA 98057
EMAIL: JSTOWELL@RENTONWA.GOV
PHONE: 425-430-7212
WATER:KING COUNTY WATER DISTRICT #9015606 SE 128TH STREET
RENTON, WA 98059
EMAIL: INFO@KCWD90.COMPHONE: 425-255-9600
FIRE:RENTON REGIONAL FIRE AUTHORITY]
18002 108TH AVE SERENTON, WA 98055
PHONE: 425-276-9500
POWER:PUGET SOUND ENERGY
PO BOX 91269BELLEVUE, WA 98009
EMAIL: CUSTOMERCARE@PSE.COM
PHONE: 1-888-225-5773
GAS:PUGET SOUND ENERGY
PO BOX 91269BELLEVUE, WA 98009
EMAIL: CUSTOMERCARE@PSE.COM
PHONE: 1-888-225-5773
VICINITY MAP
GENERAL NOTES
1.CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLAN TO THE CITY OF RENTON PUBLICWORKS FOR REVIEW AND OBTAIN APPROVAL PRIOR TO ANY WORK WITHIN THE RIGHT-OF-WAY.
MOMENTUM CIVIL ASSUMES NO RESPONSIBILITY FOR TRAFFIC CONTROL.
2.ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF RENTON STANDARDS. IFCITY OF RENTON STANDARDS DO NOT ADDRESS A PROJECT ELEMENT, THEN THE LATEST
VERSION OF THE WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL
CONSTRUCTION SHALLY APPLY UNLESS SUPERSEDED BY THIS PLAN SET, OR AN ORDER OF THEENGINEER OR OWNER.
3.CONTRACTOR TO INSTALL IRRIGATION SLEEVING AND ELECTRICAL AND LIGHTING CONDUIT
BASED ON LANDSCAPE AND ELECTRICAL/LIGHTING PLANS, RESPECTIVELY.
INFORMED LAND SURVEY
PO BOX 5137
TACOMA, WA 98415-0137
CONTACT: EVAN WAHLSTROM, P.L.S.
EMAIL: ADMIN@I-LANDSURVEY.COM
PHONE: 253-627-2070
SITE INFORMATION
PARCEL NUMBER(S): 3123059092
PROJECT ADDRESS: 3900 EAST VALLEY ROAD, RENTON, WA 98057PARCEL AREA: 50,971 SF
DEVELOPMENT TEAM
FILL SPECIFICATION
FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR ANY KNOWN SUBSTANCES THATARE TOXIC, HAZARDOUS, DANGEROUS, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL, OR
LOCAL LAW, ORDINANCE CODE, REGULATION RULE, ORDER, OR STANDARD OF AN AGENCY
HAVING JURISDICTION . ALL FILL MATERIAL SHALL BE EARTHEN, BE CAPABLE OF COMPACTION INCOMPLIANCE WITH ASTM D1557, AND BE IN COMPLIANCE WITH THE PROJECT-SPECIFIC
GEOTECHNICAL RECOMMENDATIONS.
POST-CONSTRUCTION SOIL QUALITY AND DEPTH
ALL DISTURBED SOILS THAT ARE TO REMAIN VEGETATED IN THE POST-DEVELOPED CONDITION
SHALL BE AMENDED IN-PLACE TO COMPLY WITH DEPARTMENT OF ECOLOGY BEST MANAGEMENT
PRACTICE (BMP) T5.13
EXISTING CONDITIONS VERIFICATION
PRIOR TO ANY EXCAVATION ACTIVITIES, THE CONTRACTOR SHALL VERIFY THE LOCATIONS AND
DEPTHS OF UNDERGROUND UTILITIES TO IDENTIFY ANY POTENTIAL CONFLICTS WITH PROPOSED
CONSTRUCTION. CONTACT PROJECT ENGINEER IF ANY CONFLICTS ARE IDENTIFIED. EXISTINGUTILITIES SHALL BE POTHOLED AT THE LOCATION WHERE NEW CONNECTIONS ARE PROPOSED TO
VERIFY INVERTS, MATERIALS, SIZE, AND GENERAL CONFORMANCE WITH THESE PLANS. CONTACTPROJECT ENGINEER IF CONDITIONS ARE DIFFERENT THAN ANTICIPATED.
PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING TOPOGRAPHY AND GENERAL SITEFEATURES ARE CONSISTENT WITH THESE PLANS AND IF THERE ARE ANY POTENTIAL CONFLICTS
WITH PROPOSED IMPROVEMENTS. CONTACT PROJECT ENGINEER IF ANY CONFLICTS ARE
IDENTIFIED.
TRENCH SAFETY
IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR (4) OR MORE FEET IN DEPTH THAT
DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3)B, IT SHALL BE
SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKER SAFETYAND MOMENTUM CIVIL ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET
THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17
RCW.
ELECTRONIC FILE RELEASE
AN AUTOCAD (DWG) DRAWING FILE OF THE PLANS WILL BE MADE AVAILABLE TO THE
CONTRACTOR UPON REQUEST. PLEASE BE AWARE THAT ELECTRONIC FILES ARE FURNISHEDSOLELY FOR CONTRACTOR'S CONVENIENCE AND SHALL NOT REPLACE NOR BE USED TO
SUBSTITUTE THE CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTING
THE IMPROVEMENTS ACCORDING TO THE CONTRACT DOCUMENTS.
MAGELLAN ARCHITECTS
8383 158TH AVENUE NE, SUITE 280
REDMOND, WASHINGTON 98052
CONTACT: JAMIE TRENDA
EMAIL: JAMIE@MAGELLANARCHITECTS.COM
PHONE: (425) 885-4300
FIRE LINE AND WATER SERVICES
PROPOSED SURFACE COVERAGE SUMMARY
ONSITE OFFSITE TOTAL
SURFACE DESCRIPTION (SQ. FT)(ACRE)(SQ. FT)(ACRE)(SQ. FT)(ACRE)
NEW + REPLACED PGIS 304 0.007 0 0.000 304 0.007
NEW + REPLACED NON PGIS 38 0.001 0 0.000 38 0.001
LANDSCAPING 432 0.010 90 0.002 522 0.012
TOTAL DISTURBED AREA 774 0.018 90 0.002 864 0.020
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
3900 EAST VALLEY ROAD
MIDDLE TREE PROPERTIES LLC
COVER SHEET
1
CIVIL SHEET INDEX
Pg #Ref #Sheet Title
1 C1.0 COVER SHEET
2 SV1.1 SURVEY
3 C2.0 TESC AND DEMOLITION PLAN
4 C2.1 TESC DETAILS
5 C3.0 SITE AND UTILITY PLAN
6 C3.1 WATER DETAILS
7 C3.2 WATER DETAILS
8 C3.3 WATER DETAILS
9 C3.4 WATER DETAILS
10 C3.5 WATER UTILITY NOTES AND SPECIFICATIONS
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WATER UTILITY
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REGIONAL FIRE AUTHORITY
cthomas 07/06/2026
APPROVED
DEVELOPMENT ENGINEERING
HHuynh 07/21/2026
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APN 3123059092
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16"
32"
417.69'(R1)S89°03'22"E
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15
9
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7
7
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S1
7
°
4
9
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5
7
"
W
N81°12'06"
W
2349.10'(M)
HOTBOX
24
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SEWER MANHOLE
RIM EL=22.44'
SW/E 12" CONC IE=10.94'
@ CENTER OF STRUCT.
LADDER E
SEWER MANHOLE
RIM EL=22.31'
N/S 12" CONC
W 8" CONC
IE=11.41' @ CENTER OF STRUCT.
LADDER S
PIV29.50'5.50'
(R2)
256.57'
S0
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3
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"
W
24
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6
3
'
1-1/2" WATER METER
MTR-007502
1" IRRIGATION METER
MTR-007503
INLET PROTECTION
INLET PROTECTION
SF
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LIMIT
LIMIT
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LIMIT
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TESC AND DEMOLITION LEGEND
PROPERTY LINE
LIMIT OF CONSTRUCTION
FULL DEPTH PAVEMENT SAWCUT LINE PER BMP C152
SILT FENCE PER BMP C233
HMA PAVEMENT REMOVAL
CONCRETE SIDEWALK REMOVAL
STORM DRAINAGE INLET PROTECTION PER BMP C220
EG MAJOR CONTOUR
EG MINOR CONTOUR
LIMIT
SF
INLET PROTECTION
100
101
C2.1
214.00
C2.1
216.30
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
3900 EAST VALLEY ROAD
MIDDLE TREE PROPERTIES LLC
TESC AND DEMOLITION PLAN
3
NORTH
( FEET )
20 20 40100
TESC AND DEMOLITION KEYNOTES
INSTALL CATCH BASIN INSERT PER DETAIL 216.30 ON SHEET C2.1
FULL DEPTH PAVEMENT SAWCUT AND REMOVAL, INCLUDING EXTRUDED
CURB LOCATED ON PAVEMENT REMOVAL AREAS.
EXISTING RPBA TO BE REMOVED AND REPLACED WITH 2" RPBA.
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CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
3900 EAST VALLEY ROAD
MIDDLE TREE PROPERTIES LLC
TESC DETAILS
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W-442004
APN 3123059092
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CATCH BASIN
RIM EL=23.28'
NW 8" PVC IE=18.13'
@ TOP OF OVERFLOW=21.83'
E 8" PVC IE=18.38'
SE 4" PVC IE=19.28'
S 8" PVC IE=17.98'
CATCH BASIN
RIM EL=22.75'
W 8" PVC IE=19.25'
16"
32"
417.69'(R1)S89°03'22"E
S0
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15
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7
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5
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W
N81°12'06"
W
2349.10'(M)
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24
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25
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25
25
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STORM DRAIN MANHOLE
RIM EL=23.00'
N 16" CONC IE=14.80'
E 24" CMP IE=16.50'
S 16" CONC IE=14.80'
LADDER W
SEWER MANHOLE
RIM EL=22.44'
SW/E 12" CONC IE=10.94'
@ CENTER OF STRUCT.
LADDER E
CATCH BASIN
RIM EL=21.53'
E//W 12" CONC IE=19.23
SEWER MANHOLE
RIM EL=22.31'
N/S 12" CONC
W 8" CONC
IE=11.41' @ CENTER OF STRUCT.
LADDER S
CATCH BASIN
RIM EL=22.01'
W 12" CONC IE=19.91'
FOUND MAG-NAIL
STEM (NO HEAD
OR WASHER) ON
LINE, 0.5' W
N 1/4 COR SEC 31,
T23N, R5E, W.M.
FOUND CASED MON 2"
BRASS WITH "X"
PIV29.50'5.50'
(R2)
APPROX. ROW LINE,
ADDITIONAL
RECORDS NEEDED
TO DETERMINE
EXACT LOCATION
256.57'
S0
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4
9
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"
W
24
8
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6
3
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1-1/2" WATER METER
MTR-007502
1" IRRIGATION METER
MTR-007503
FDC
W
W
PIV
W W
P
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0
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0
1+
2
5
STA: 0+10.00; 0.00'
RIM: 25.08
T/P ELEV: 21.94
8" X 6" TAPPING TEE W/ TB (FL) (ROLL 5°±)
6" GATE VALVE WITH VALVE BOX (FL X MJ)
STA: 0+20.28; 0.00'
RIM: 25.21
T/P ELEV: 21.09
6" 90° BEND W/ TB (MJ) (ROLL 5°±)
T/P ELEV: 21.09
STA: 0+34.33; 0.00'
POST INDICATOR VALVE (FL)
T/P ELEV: 21.09
STA: 0+36.38; 0.00'
6" 90° BEND W/ TB (FL)
T/P ELEV: 21.09
T/P ELEV: 21.09
STA: 0+38.75; 0.00'
6" TEE W/ TB (FL)
6" ADAPTER (FL X MJ)
STA: 1+01.02; 0.00'
T/P ELEV: 21.09
6" FIRE SERVICE CONNECTION
EXISTING FIRE HYDRANT
HYD-SW-00222
C3.1
300.6
C3.1
330.1
C3.1
330.1
C3.1
330.1
C3.1
330.1
STA: 0+28.90; 1.19' R
RIM: 25.70
DCDA VAULT, OLDCASTLE 675-WA
C3.2
350.3
C3.1
330.7
7
8
8
9
9 10
11
12
0
C3.3
370.3
C3.3
1
46.05'
13
14
15
15
C3.1
300.5
1617
8.0
0
'
EXISTING BUILDING
CIVIL LEGEND
EXISTING BUILDING FOOTPRINT
PROPERTY BOUNDARY
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR
WATER SERVICE LINE
FIRE DEPARTMENT CONNECTION/POST
INDICATOR VALVE/METER/FITTINGS
NEW HMA PAVEMENT
LANDSCAPING
19
20
W W
19
20
FDC
PIV
Horz. Scale: 1" = 20' | Vert. Scale: 1" = 5'
FIRE LINE (STA: 0+00 TO 1+25)
10
12.5
15.0
17.5
20
22.5
25.0
27.5
30
10
12.5
15.0
17.5
20
22.5
25.0
27.5
30
0+00 1+00 1+25
EG
2
5
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2
±
FG
2
5
.
7
3
EG
2
5
.
2
±
FG
2
5
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6
1
EG
2
5
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1
±
FG
EG
±
FG
STA: 0+28.90; 1.19' R
RIM: 25.70
DCDA VAULT, OLDCASTLE 675-WA
EXIST. STORM 8" DIA
STA: 0+62.84
CROWN: 19.52'
12
"
M
I
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.
EXIST. WATER 8" DIA
STA: 0+10.00
ASSUMED 36" DEPTH (VERIFY)
EXIST. WATER 8" DIA
STA: 0+46.15
ASSUMED 36" DEPTH (VERIFY)
T/P ELEV: 21.09
STA: 0+20.28; 0.00'
6" 90° BEND W/ TB (MJ) (ROLL 5°±)
T/P ELEV: 21.09
STA: 0+34.33; 0.00'
POST INDICATOR VALVE (FL)
T/P ELEV: 21.09
STA: 0+36.38; 0.00'
6" 90° BEND W/ TB (FL)
T/P ELEV: 21.09
STA: 0+38.75; 0.00'
6" TEE W/ TB (FL)
6" ADAPTER (FL X MJ)
STA: 1+01.02; 0.00'6" FIRE SERVICE CONNECTION
FINISHED GRADE
@ PIPE CENTERLINE
EXISTING GRADE
@ PIPE CENTERLINE
FINISHED GRADE
@ PIPE CENTERLINE
EXISTING GRADE
@ PIPE CENTERLINE
PROVIDE 0.25' THICK,
3' X 3' ETHAFOAM PAD
AT PIPE CROSSING
STA: 0+10.00; 0.00'
T/P ELEV: 21.94
8" X 6" TAPPING TEE W/ TB (FL) (ROLL 5°±)
6" GATE VALVE WITH VALVE BOX (FL X MJ)
C3.1
300.6
C3.1
330.1
C3.1
330.7
C3.2
350.3
C3.3
370.3
C3.1
330.1
C3.1
330.1
C3.3
1
POWER
STA: 0+12.26
ASSUMED 30" DEPTH (VERIFY)
POWER
STA: 0+43.74
ASSUMED 30" DEPTH (VERIFY)
C3.1
330.1
C3.1
300.5
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
3900 EAST VALLEY ROAD
MIDDLE TREE PROPERTIES LLC
SITE AND UTILITY PLAN
5
NORTH
( FEET )
20 20 40100
CIVIL KEYNOTES
CONTRACTOR MUST POTHOLE AND SURVEY THE LOCATIONS OF EXISTING
POWER AND WATER LINES AND CONTACT ENGINEER PRIOR TO ORDERING
VAULTS, AS VAULT DEPTH MAY NEED TO BE REVISED TO ALLOW NEW
WATER LINE TO AVOID POTENTIAL CONFLICTS WITH POWER AND EXISTING
WATER.
NEW 2" REDUCED PRESSURE BACKFLOW ASSEMBLY PER DETAIL 360.1 ON
SHEET C3.3. CONNECT TO EXISTING 1-1/2" METER AND USE EXISTING
ELECTRICAL SERVICE.
NEW DOMESTIC WATER SERVICE. INSTALL 70 LF OF 2" POLY WATER LINE
FROM NEW 2" REDUCED PRESSURE BACKFLOW ASSEMBLY TO EXISTING
BUILDING PENETRATION.
NEW 6" DIP FIRE LINE. INSTALL CONCRETE BLOCKING AT ALL BENDS AND
TEES PER DETAIL 330.1 ON SHEET C3.1.
NEW 6" DOUBLE CHECK DETECTOR ASSEMBLY (DCDA) AND VAULT PER
DETAIL 350.3 ON SHEET C3.2. INSTALL FIRE DEPARTMENT CONNECTION
THROUGH DCDA VAULT PER DETAIL 370.3 ON SHEET C3.3. INSTALL
CONCRETE BLOCKING ADJACENT TO VAULT PER DETAIL 370.4 ON SHEET
C3.4. INSTALL VAULT LADDER PER DETAIL 370.5 ON SHEET C3.4. PROVIDE 20
AMP SERVICE AND 1/3 HP SUMP PUMP WITH INTEGRAL FLOAT SWITCH
WITH 1" PVC DISCHARGING THROUGH CURB ONTO ASPHALT. INSTALL
POWER IN ACCORDANCE WITH ALL LOCAL, STATE, AND NATIONAL
ELECTRIC CODES.
NEW 6" FIRE DEPARTMENT CONNECTION (FDC) PER DETAIL 1 ON SHEET
C3.3. INSTALL FDC THROUGH DCDA VAULT PER DETAIL 370.3 ON SHEET C3.3.
INSTALL NEW 1" DOUBLE CHECK VALVE ASSEMBLY ON EXISTING
IRRIGATION SERVICE PER DETAIL 340.8 ON SHEET C3.2. CONNECT TO
EXISTING SUPPLY LINE AND IRRIGATION SYSTEM.
INSTALL NEW 6" EXTRUDED CURB MATCHING EXISTING CURB PROFILE.
PROVIDE 1-FOOT GAP IN CURB FOR DRAINAGE AND GRADE NEW
LANDSCAPE AREA TO DRAIN.
REPLACE PAVEMENT, MATCHING EXISTING PAVEMENT SECTION.
REPLACE CEMENT CONCRETE SIDEWALK, MATCHING EXISTING SIDEWALK
SECTION.
EXTEND CONCRETE PAVEMENT IN FRONT OF NEW DOOR AND PROVIDE
NEW PLANTER BOX CURB PER ARCHITECTURAL DRAWINGS. RESTORE
LANDSCAPING.
REPLACE EXTRUDED CURB AND RESTORE LANDSCAPING.
REPLACE ALL PAVEMENT MARKINGS DISTURBED DURING CONSTRUCTION.
INSTALL 1" PVC DISCHARGE LINE FOR DCDA VAULT SUMP PUMP. LINE
SHALL DISCHARGE THROUGH CURB ONTO ASPHALT.
PROVIDE 20 AMP ELECTRICAL SERVICE FROM BUILDING TO DCDA VAULT
FOR SUMP PUMP. INSTALL POWER IN ACCORDANCE WITH ALL LOCAL,
STATE, AND NATIONAL ELECTRIC CODES.
CONTRACTOR TO POTHOLE PRIOR TO CONSTRUCTION TO VERIFY
WHETHER THERE IS AN EXISTING STORMWATER FACILITY AT THIS
LOCATION. NOTIFY ENGINEER IN CASE OF ANY CONFLICTS WITH
PROPOSED CONSTRUCTION.
PROVIDE 5' MIN. SPACING FROM POWER VAULT TO BACK OF CONCRETE
BLOCKING.
APPROXIMATE LOCATION OF EXISTING 8" GATE VALVE PER RECORD
DRAWING W-0580.
INSTALL NEW 6" EXTRUDED CURB MATCHING EXISTING CURB PROFILE.
GRADE NEW LANDSCAPE AREA TO DRAIN.
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NOTE: ONCE NEW BACKFLOW ASSEMBLIES ARE INSTALLED, A
BACKFLOW TEST ASSEMBLY REPORT WITH A PASSING
CONDITION IS REQUIRED FOR EACH DEVICE. EMAIL
BACKFLOW@RENTONWA.GOV FOR NEW BACKFLOW
ASSEMBLIES ONCE TEST REPORT IS COMPLETED.THE TEST
REPORTS WILL NEED TO BE SUBMITTED PRIOR TO FINAL
OCCUPANCY OF THE BUILDING. TESTING IS REQUIRED YEARLY.
18
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WATER UTILITY
ABDOUL GAFOUR 06/16/2026
WT
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W-442005
DEVELOPMENT ENGINEERING
HHuynh 07/21/2026
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
3900 EAST VALLEY ROAD
MIDDLE TREE PROPERTIES LLC
WATER DETAILS
6
WATER UTILITY
ABDOUL GAFOUR 06/16/2026
WT
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2
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W-442006
DEVELOPMENT ENGINEERING
HHuynh 07/21/2026
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
3900 EAST VALLEY ROAD
MIDDLE TREE PROPERTIES LLC
WATER DETAILS
7
SEE DETAIL 370.3 ON SHEET C3.3 FOR PLAN VIEW
PROVIDE 1/3 HP SUMP PUMP
WITH INTEGRAL FLOAT SWITCH
WITH 1" PVC DISCHARGING
THROUGH CURB ONTO ASPHALT.
FLOW
WATER UTILITY
ABDOUL GAFOUR 06/16/2026
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W-442007
DEVELOPMENT ENGINEERING
HHuynh 07/21/2026
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
3900 EAST VALLEY ROAD
MIDDLE TREE PROPERTIES LLC
WATER DETAILS
8
POST INDICATOR VALVE
SCALE: NTS
GATE VALVE
TO BLDG
DIP PIPE MATERIAL
& FITTINGS AS PERSPECS
EX. GRADE
NOTE: PROVIDE TAMPER
SWITCHES & CONNECT TOELECTRICAL SYSTEM
POST INDICATOR
OPEN
EX. GRADE
24"x24"x8"
CONC. BLOCK
FIRE DEPT.CONNECTION
4'
CABLE
1.ALL ABOVE GROUND PLUMBING TO BE PAINTED
SAFETY RED.
2.ALL FIRE CONNECTION TO BE FLANGED, THREADED,
VICTOLIC OR ROMA GRIPS.
3.FIRE DEPARTMENT CONNECTION (FDC) MUST BE
CONNECTED DOWNSTREAM OF THE DOUBLE CHECK
VALVE ASSEMBLY (DCVA) WHETHER DCVA IS
INSTALLED INSIDE OF BLDG. OR OUTSIDE IN A VAULT.
4.THE FDC SHALL BE LOCATED WITHIN 15 FEET OF A
FIRE HYDRANT, BUT NOT LESS THAN 10 FEET.
5.THE FREE-STANDING FDC SHALL BE A MINIMUM OF
50 FEET FROM THE BUILDING, UNLESS AN EXCEPTION
IS MADE BY THE FIRE CODE OFFICIAL.
6.COORDINATE FDC LINE/FIRE LINE WITH BUILDING
SPRINKLER PLANS. FDC LINE/FIRE LINE AND
APPARATUS TO BE SIZED BY FIRE SPRINKLER
DESIGNER.
DIP
FLANGED SPOOLTHREADED
(GALVANIZED)
IDENTIFICATION PLATECAST
PIPE FROM DDCVA
THRUST BLOCK PER
AGENCY STANDARDS
FIRE DEPARTMENT CONNECTION (FDC)
SCALE: NTS
TO METER
8"
4"
AUTO
SPRINKLER
BLDG #
1.IDENTIFICATION PLATECAST WILL BE BRASS, 14"
THICK, AND LETTERS WILL BE ONE INCH HIGH
AND RAISED.
2.USE TWO (2) ZINC COATED U-BOLTS TO AFFIX TO
PIPE.
IDENTIFICATION PLATECAST NOTES
INSTALL A 34" GRAVITY BALL DRIP AMERICAN FLOW
OR APPROVED EQUAL AND A 34" BRASS 90° ELBOW
BELOW THE FREEZE LINE, MINIMUM OF 12" COVER, IF
DDCVA IS IN THE BUILDING AND/OR ABOVE THE FDC
WRAP GALVANIZED
PIPE WITH 3M TAPEOR EQUAL FROM
FLANGE TO 6" ABOVE
GROUND LEVEL
IF BALL DRIP IS NEEDED, INSTALL 1-1/2" WASHED ROCK
PER WSDOT STD SPEC. 9-03.12(5) TO AID DRAINAGE
SINGLE STRAP FORD
FS101 OR APPROVED
EQUAL
6" F NPT x (2) 2-1/2 F NST FIRE DEPT INLET
CONNECTION. CONFIRM WHETHER TWINCONNECTION OF SINGLE STORZ ADAPTOR
TYPE WITH FIRE MARSHAL AND FIRE
SPRINKLER DESIGNER.
SCALE: NTS
FIRE DEPARTMENT CONNECTION AND POST INDICATOR VALVE1PROVIDE 1/3 HP SUMP PUMP
WITH INTEGRAL FLOAT SWITCH
WITH 1" PVC DISCHARGING
THROUGH CURB ONTO ASPHALT.
WATER UTILITY
ABDOUL GAFOUR 06/16/2026
WT
R
-
2
7
-
4
4
2
0
W-442008
DEVELOPMENT ENGINEERING
HHuynh 07/21/2026
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
3900 EAST VALLEY ROAD
MIDDLE TREE PROPERTIES LLC
WATER DETAILS
9
WATER UTILITY
ABDOUL GAFOUR 06/16/2026
WT
R
-
2
7
-
4
4
2
0
W-442009
DEVELOPMENT ENGINEERING
HHuynh 07/21/2026
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
3900 EAST VALLEY ROAD
MIDDLE TREE PROPERTIES LLC
WATER UTILITY NOTES AND SPECIFICATIONS
10
WATER UTILITY
ABDOUL GAFOUR 06/16/2026
WT
R
-
2
7
-
4
4
2
0
W-442010
DEVELOPMENT ENGINEERING
HHuynh 07/21/2026